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RAMP I71N-SR562 W over DUCK CREEK

Map

Coordinates:
+39.16428, -84.42822
39°09'51" N, 84°25'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP I71N-SR562 W over DUCK CREEK
Structure number:3115119
Location:.2 MI N OF SR 562
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:56.1 ft. [17.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:22,580 [as of 1970]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood2258078.3
April 2017GoodGoodGoodGood2258074.8
March 2016GoodGoodGoodGood2258074.8
July 2015GoodGoodGoodGood2258074.8
August 2014FairGoodSatisfactoryGood2258079.0
October 2013FairGoodSatisfactoryGood2258074.8
December 2012FairGoodSatisfactoryGood2258074.8
September 2011FairGoodSatisfactoryGood2258074.8
October 2010FairGoodSatisfactoryGood2258074.8
October 2009FairGoodSatisfactoryGood2258074.9
December 2008FairGoodSatisfactoryGood2258074.9
November 2007FairGoodSatisfactoryGood2258074.9
October 2006FairGoodSatisfactorySatisfactory2258074.9
October 2005GoodGoodGoodGood2258074.9
October 2004GoodGoodGoodGood2258074.9
October 2003GoodGoodGoodGood2258074.9
September 2002GoodGoodGoodGood2258074.9
September 2001GoodGoodGoodGood2258074.9
August 2000GoodGoodGoodGood2258076.9
November 1999GoodGoodGoodGood2258081.0
February 1998GoodGoodGoodGood2258081.0
May 1996GoodGoodGoodGood2258081.0
March 1995FairGoodSatisfactoryGood2258083.0
April 1994GoodGoodGoodGood2258083.0
March 1993FairSatisfactoryGoodGood2258083.0
November 1991FairSatisfactorySatisfactoryGood2258083.0
April 1991FairSatisfactoryGoodGood2258083.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.240240000
Deck
Reinforced Concrete Decksq. ft.1,8251,40042500
Wearing Surfacessq. ft.1,6801,680000
Substructure
Reinforced Concrete Abutmentlinear ft.63481500
Joints
Strip Seal Jointlinear ft.6056400
Bearings
Movable Bearingeach84400
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120903000